全文获取类型
收费全文 | 1185篇 |
免费 | 183篇 |
国内免费 | 347篇 |
专业分类
测绘学 | 72篇 |
大气科学 | 135篇 |
地球物理 | 211篇 |
地质学 | 700篇 |
海洋学 | 398篇 |
天文学 | 8篇 |
综合类 | 166篇 |
自然地理 | 25篇 |
出版年
2024年 | 1篇 |
2022年 | 3篇 |
2021年 | 8篇 |
2020年 | 6篇 |
2019年 | 7篇 |
2018年 | 12篇 |
2017年 | 16篇 |
2016年 | 8篇 |
2015年 | 31篇 |
2014年 | 13篇 |
2013年 | 20篇 |
2012年 | 15篇 |
2011年 | 156篇 |
2010年 | 88篇 |
2009年 | 150篇 |
2008年 | 52篇 |
2007年 | 48篇 |
2006年 | 79篇 |
2005年 | 82篇 |
2004年 | 226篇 |
2003年 | 142篇 |
2002年 | 103篇 |
2001年 | 61篇 |
2000年 | 36篇 |
1999年 | 51篇 |
1998年 | 64篇 |
1997年 | 45篇 |
1996年 | 21篇 |
1995年 | 41篇 |
1994年 | 23篇 |
1993年 | 35篇 |
1992年 | 24篇 |
1991年 | 20篇 |
1990年 | 5篇 |
1989年 | 6篇 |
1988年 | 5篇 |
1987年 | 1篇 |
1986年 | 1篇 |
1983年 | 2篇 |
1980年 | 2篇 |
1979年 | 1篇 |
1978年 | 1篇 |
1974年 | 1篇 |
1966年 | 2篇 |
1960年 | 1篇 |
排序方式: 共有1715条查询结果,搜索用时 15 毫秒
51.
The analytical method (AM) for separation of composite waves is presented based on the Hilbert transform. It is ap-plicable to both regular and irregular trains of waves. The wave data series measured with two wave gauges in the experi-ments are separated into two series of incident and reflected waves. Then, the reflection coefficient can be easily ob-tained. The arrival of reflected waves can also be detected for improveraent of the accuracy of the reflection coefficient. The reflection performance of the physical model can be estimated exactly without calculation of wave height and phase difference. Numerical samples developed to test the method are proved to be accurate. Physical experiments are conduct-ed and compared with Goda s method and satisfactory results are obtained. 相似文献
52.
-In previous and this studies it appears that the linear and nonlinear wave theory can notaccurately and easily predict the water particle velocities.Therefore,different from the theoretical consider-ations,in this study we have attempted to determine the transfer function empirically.Laboratory experi-ments were performed under various wave conditions.The empirical formulas of the transfer function ofthe wave height,angular frequency and water particle velocity were obtained on the basis of these test databy dimensional analysis and regression analysis.In intermediate and deep water depth conditions,thetransfer function was only a function of a nondimensional parameter which is composed of the angular fre-quency,the depth of the velocity gauge under the still water level,water depth and the acceleration of grav-ity.Finally,the empirical formulas were compared with experimental data and observational data formpresent and Cavaleri's(1978)studies.The empirical formulas were found to be in sufficient correl 相似文献
53.
Owing to the complexity of the pipe-in-pipe (PIP) riser system in structure, load and restraint, many problems arise in the structural analysis of the system. This paper presents a new method for nonlinear static finite element stress analysis of the PIP riser system. The finite element (FE) model of the PIP riser system is built via software AutoPIPE 6.1. According to the specialties of a variety of components in the PIP riser system, different elements are used so as to model the system accurately. Allowing for the complication in modeling the effects of seabed restraint, a technique based on the bilinear spring concept is developed to calculate the soil properties. Then, based on a pipeline project, the entire procedure of stress analysis is discussed in detail, including creation of an FE model, processing of input data and analysis of results. A wide range of loading schemes is investigated to ascertain that the stresses remain within the acceptable range of the pipe material strength. Finally, the effects of the location of flanges, the thermal expansion of submarine pipelines and the seabed restraint on stress distribution in the riser and expansion loop are studied, which are valuable for pipeline designers. 相似文献
54.
In this paper, the characteristics of different forms of mild slope equations for non-linear wave are analyzed, and new non-linear theoretic models for wave propagation are presented, with non-linear terms added to the mild slope equations for non-stationary linear waves and dissipative effects considered. Numerical simulation models are developed of non-linear wave propagation for waters of mildly varying topography with complicated boundary, and the effects are studied of different non-linear corrections on calculation results of extended mild slope equations. Systematical numerical simulation tests show that the present models can effectively reflect non-linear effects. 相似文献
55.
Sedimentary Features of Shallow Ancient River Channels on the Northern Shelf of the South China Sea 总被引:1,自引:0,他引:1
Kou Yangqi Du Deli nd Marine Geological Investigation Party MGMR Guangzhou Guangdong Jiang M inxi 《《地质学报》英文版》1995,69(1)
Quaternary buried ancient river channels are widespread in the shallow-level sediments of the northern shelf of the South China Sea. The sedimentary sequence mainly of fluvial deposits comprise an important component part of the low-stand system tract and transgressive system tract in the study region. The plannar variation and spatial association of the sedimentary features such as incised valley fillings, deltaic foreset wedges and block slides of shelf-marginal fans reflect the palaeogeographic environment during the fall of the regional sea level in the northern part of the South China Sea. Based on the high-resolution seismic reflection data and gelogical data from boreholes, the present paper makes an integrated interpretation of the Quaternary ancient river channels in the shallow sediments of the study area, studies the sedimentary features of the ancient channels such as their spatial distribution, seismic facies reflection indicators, sedimentary facies and sand -body types, and discusses thei 相似文献
56.
利用夯扩灌注桩对桩端持力层的加密作用,可解决水下填筑问题,利用粉煤灰的可压密性和夯扩灌注桩承载力高的特点,可大幅提高复合地基承载力,减少工程投资。以河南洛阳某高层建筑为例,介绍了粉煤灰垫层和夯扩灌注桩组成的刚性桩复合地基在高层建筑地基中的应用。 相似文献
57.
Geodatabase版本控制原理剖析 总被引:6,自引:0,他引:6
随着地理信息系统的发展及其应用的不断扩大,多用户并发操作、长事务处理以及历史数据回溯管理成为大型空间数据库的基本要求,ESRI在面向对象地理模型(Geodatabase数据模型)中通过版本控制为空间数据库的上述要求提供了有效的解决方案。本文详细分析了Geodatabase版本控制基本原理,为建立、管理大型空间数据库以及研究开发全新面向对象空间数据库管理系统提供参考。 相似文献
58.
超临界流体中MoO3与WO3溶解度实验探讨 总被引:1,自引:1,他引:1
超临界地质流体以其独特的性质对金属成矿元素具有超强的萃取、层析和搬运能力,在热液矿床成矿机制研究中对揭示成矿物质的源、流和汇起着特殊和重要作用。本文利用分析纯H2MoO4在高温下脱水制备了MoO3(白色斜方晶系),在冷封式高压釜中实验测定了417℃超临界条件下,MoO3在纯水中的溶解度分别为7.3(29MPa)、14.2(45MPa)、21.6(55MPa)、27.7(78MPa)、32.5(100MPa)、和34.2(150MPa)mmol/l,热液中钼的存在形式为H2MoO4。依据前人的实验方案,补充测定了WO3在4.0%NaCl水溶液中于450%条件下的溶解度,其值分别为27.51(50MPa)和30.52(100MPa)mmol/l。结合前人研究结果发现,MoO3、WO3的溶解度在临界区域内具有超临界现象,在超临界条件下其溶解度与石英的超临界溶解度行为基本相似,表现为溶解度随体系温度和压力的升高而增大,这对揭示岩浆热液型和石英脉型钨、钼矿床的形成机制具有重要指导作用。 相似文献
59.
60.
准噶尔盆地西北缘侏罗系陆相碎屑岩储层的岩性差异较大,岩性对物性的控制作用明显。储层的孔隙类型多样,不同类型的孔隙在发育规模、丰度及有效性方面都存在显差异,次生溶蚀孔隙、原生粒间孔隙和残余粒间孔隙是最重要的有效孔隙类型。储层渗透率与孔隙度之间存在较好的半对数相关关系。通过设置一定的孔隙度和渗透率参数界线,对储层储集性能进行评价,将侏罗系储层的孔渗性能划分为5个级别,可与当前流行的砂岩储层孔渗性能分级相对应。通过对大量压汞参数样本的聚类分析,将储层的孔隙结构划分为4个类型。通过各类参数统计及曲线形态对比,对孔隙结构类型进行了定量结合定性的优劣评价。最后,结合孔渗性能级别、储集空间类型、孔隙结构类型、岩性等特征,对准噶尔盆地西北缘侏罗系储层进行了综合分类评价。 相似文献